首页|考虑细粒含量的单参数连续级配方程研究

考虑细粒含量的单参数连续级配方程研究

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砂土的细粒效应对其物理力学性质具有重要影响,而现有级配方程难准确定量表征砂土的细粒含量.为更准确定量表征砂土的级配特征和细粒含量,提出可考虑细粒含量fc的单参数连续级配方程.分析该级配方程对砂土级配曲线特征的反映能力,论证其对不同类型砂土级配的适用性.同时,构建不均匀系数Cu和曲率系数Cc与级配方程参数(特征参数m、细粒含量fc和最大粒径dmax)的关系式,并基于此开展砂土级配试验设计.研究结果表明:1)所提单参数连续级配方程既能完整反映反S形、近似直线形和双曲线形3种典型级配曲线形态,又能准确定量表征砂土的级配特征和细粒含量,相较现有连续级配方程具有更好的适用性.2)dmax已知时,通过调整m和fc的组合,单参数连续级配方程可实现对级配曲线形态、特征粒径dP及Cu和Cc的调控,实现满足工程建设对砂土级配的需求.3)利用Cu和Cc与级配方程参数的关系式,推导了砂土级配良好条件下对应的m和fc的取值区间,可快速判别砂土级配的良莠情况.4)利用单参数连续级配方程可设计出特定级配特征参数值或参数区间的系列级配曲线,相比传统方法更为准确高效.研究结论可为进一步定量研究砂土级配特征和细粒效应对其相关物理力学性质的影响规律提供理论基础.
Research on single-parameter continuous gradation equation considering fine particle content
The fine particle effect of sands has a significant impact on its physical and mechanical properties,but the existing gradation equations are difficult to accurately quantify the fine grain content of sands.To more quantitatively characterize the gradation characteristics and fine particle content of sands,a single-parameter continuous gradation equation considering the fine particle content fc was proposed.The reflective ability of this gradation equation on the characteristics of sands gradation curves was analyzed,and its applicability to different types of sands gradations was demonstrated.Meanwhile,relationships of non-uniformity coefficient Cu and curvature coefficient Cc in regards to the grading equation parameters(characteristic parameter m,fine particle content fc and maximum particle size dmax)were established,based on which,the gradation experiment design of sands was conducted.The main conclusions are as follows:1)The proposed single-parameter continuous gradation equation can not only fully reflect the three typical forms of gradation curves which are reversed S-shaped,approximate straight line shape and hyperbola,but also accurately quantify the gradation characteristics and fine particle content of sands,thus providing better applicability than the existing continuous gradation equation.2)When dmax is known,by adjusting the combination of m and fc,the single-parameter continuous gradation equation can regulate the form of the gradation curve,characteristic particle size dP,Cu and Cc,so as to meet the requirements of sand gradation for engineering construction.3)By utilizing the relationship equations between Cu and Cc and the parameters of the gradation equation,the value ranges of m and fc under well-graded conditions of sands can be derived,which can rapidly distinguish the gradation quality of sands.4)The single-parameter continuous gradation equation can be used to design a series of gradation curves with specific gradation characteristic parameter values or value ranges,which is more accurate and efficient than traditional methods.The research conclusions can provide a theoretical basis for further quantifying the influence of sand gradation characteristics and fine particle effect on its relevant physical and mechanical properties.

sandfine particle contentsingle-parameter continuous gradation equationgrading equation parametergradation design

杨锴、杨奇、徐方、徐俏东、韩学良

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中南大学 土木工程学院,湖南 长沙 410075

中国铁路上海局集团有限公司 杭州铁路枢纽工程建设指挥部,浙江 杭州 200071

中铁十二局集团有限公司,山西 太原 030024

砂土 细粒含量 单参数连续级配方程 级配方程参数 级配设计

2024

铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCD北大核心EI
影响因子:0.837
ISSN:1672-7029
年,卷(期):2024.21(12)